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75TH ST SE
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1318
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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />SHEAR RESULTS (flexible seismic desian) <br />N-S <br />W <br />For <br />ASD Shear Force [plf] <br />Asp -Cub <br />Allowable Shear [plf] <br />Resp. <br />Shearlines <br />G <br />Dir <br />v <br />vmax/vft <br />V Flbsl <br />Int <br />Ext <br />Int <br />Ext Co <br />C <br />Cmb <br />V Flbsl <br />Ratio <br />Line 1 <br />Level 2 <br />Ln1, Lev2 <br />- <br />Both <br />- <br />- <br />2681 <br />- <br />- <br />- <br />- - <br />- <br />4340 <br />- <br />Wall 1-1 <br />1 <br />Both <br />- <br />- <br />2681 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />- <br />4340 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />- <br />- <br />Seg. 2 <br />- <br />Both <br />172.0 <br />0.0 <br />1290 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />2100 <br />0.61 <br />Seg. 3 <br />- <br />Both <br />173.9 <br />0.0 <br />1391 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />2240 <br />0.62 <br />Seg. 4 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />Level 1 <br />Lnl, Levl <br />- <br />Both <br />- <br />- <br />4110 <br />- <br />- <br />- <br />- - <br />- <br />9675 <br />- <br />Wall 1-1 <br />2 <br />Both <br />- <br />- <br />4110 <br />1.0 <br />1.0 <br />0 <br />430 - <br />S <br />- <br />9675 <br />- <br />Seg. 1 <br />- <br />S->N <br />282.6 <br />0.0 <br />3533 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />5375 <br />0.66 <br />- <br />N->S <br />187.0 <br />0.0 <br />2337 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />5375 <br />0.43 <br />Seg. 2 <br />- <br />S->N <br />57.7 <br />0.0 <br />577 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />4300 <br />0.13 <br />- <br />N->S <br />177.3 <br />0.0 <br />1773 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />4300 <br />0.41 <br />Line 3 <br />Level 2 <br />Ln3, Lev2 <br />- <br />Both <br />- <br />- <br />2681 <br />- <br />- <br />- <br />- - <br />- <br />6230 <br />- <br />Wall 3-1 <br />1 <br />Both <br />- <br />- <br />2681 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />- <br />6230 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />.92 <br />0 <br />257 - <br />257 <br />770 <br />0.00 <br />Seg. 2 <br />- <br />Both <br />178.7 <br />0.0 <br />2681 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />4200 <br />0.64 <br />Seg. 3 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />1260 <br />0.00 <br />Level 1 <br />Ln3, Levl <br />1 <br />Both <br />132.4 <br />- <br />4237 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />280 <br />8960 <br />0.47 <br />E-W <br />W <br />For <br />ASD Shear Force <br />[plf] <br />Asp -Cub <br />Allowable <br />Shear [plf] <br />Resp. <br />Shearlines <br />Go <br />Dir <br />v <br />vmax/vft <br />V [lbsl <br />Int <br />Ext <br />Int <br />Ext Co <br />C <br />Cmb <br />V [lbsl <br />Ratio <br />Line A <br />Level 2 <br />LnA, Lev2 <br />- <br />Both <br />- <br />- <br />2390 <br />- <br />- <br />- <br />- - <br />- <br />10640 <br />- <br />Wall A-1 <br />1 <br />Both <br />- <br />- <br />2390 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />- <br />10640 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />3780 <br />0.00 <br />Seg. 2 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />- <br />- <br />Seg. 3 <br />- <br />Both <br />97.5 <br />0.0 <br />2390 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />6860 <br />0.35 <br />Level 1 <br />LnA, Levl <br />- <br />Both <br />- <br />- <br />3763 <br />- <br />- <br />- <br />- - <br />- <br />13720 <br />- <br />Wall A-1 <br />1 <br />Both <br />- <br />- <br />3763 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />- <br />13720 <br />- <br />Seg. 1 <br />- <br />W->E <br />116.1 <br />0.0 <br />3540 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />8540 <br />0.41 <br />- <br />E->W <br />0.1 <br />0.0 <br />2 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />8540 <br />0.00 <br />Seg. 2 <br />- <br />W->E <br />12.1 <br />0.0 <br />223 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />5180 <br />0.04 <br />- <br />E->W <br />203.3 <br />0.0 <br />3761 <br />1.0 <br />1.0 <br />0 <br />280 - <br />280 <br />5180 <br />0.73 <br />Line B <br />LnB, Levl <br />- <br />Both <br />- <br />- <br />4584 <br />- <br />- <br />- <br />- - <br />- <br />9245 <br />- <br />Wall B-1 <br />2 <br />Both <br />- <br />- <br />4584 <br />1.0 <br />1.0 <br />0 <br />430 - <br />S <br />- <br />9245 <br />- <br />Seg. 1 <br />- <br />Both <br />224.2 <br />0.0 <br />1233 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />2365 <br />0.52 <br />Seg. 2 <br />- <br />Both <br />224.2 <br />0.0 <br />1233 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />2365 <br />0.52 <br />Seg. 3 <br />- <br />Both <br />84.2 <br />0.0 <br />379 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />1935 <br />0.20 <br />Seg. 4 <br />- <br />Both <br />289.8 <br />0.0 <br />1739 <br />1.0 <br />1.0 <br />0 <br />430 - <br />430 <br />2580 <br />0.67 <br />Line C <br />Level 2 <br />LnC, Lev2 <br />- <br />Both <br />- <br />- <br />2973 <br />- <br />- <br />- <br />- - <br />- <br />6300 <br />- <br />Wall C-2 <br />1 <br />Both <br />132.1 <br />- <br />2973 <br />1.0 <br />1.0 <br />0 <br />280 - <br />S <br />280 <br />6300 <br />0.47 <br />Legend: <br />W Gp - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall. "A" means that this wall is <br />critical for all walls in the Standard Wall group. <br />For Dir - Direction of seismic force along shearline. <br />v - Design shear force on segment = ASD-factored shear force per unit length of full -height sheathing (FHS) <br />vmax/vft - Perforated walls: Collector and in -plane anchorage force as per SDPWS eqn. 4.3-9 = V/FHS/Co. FHS is factored for narrow segments as <br />per 4.3.4.3 <br />Force -transfer walls: Shear force in piers above and below either openings or piers beside opening(s). Aspect ratio factor does not apply to these <br />piers. <br />V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment <br />Asp/Cub - For wall: Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment or force -transfer pier: Aspect Ratio Factor from <br />SDPWS 4.3.4.2. <br />Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. For wall. Unfactored. For segment: Include Cub factor <br />and aspect ratio adjustments. <br />Co - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. <br />C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. <br />Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. <br />Page 48 of 52 <br />38 <br />
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